DETERMINATION OF THE FRICTION ANGLE OF SOILS IN TRIAXIAL-COMPRESSION APPARATUS AND SHEAR DEVICES.

被引：0

作者：

Kryzhanovskii, A.L. ^{[1
]}

Vil'gel'm, Yu.S. ^{[1
]}

Medvedev, S.V. ^{[1
]}

机构：

[1] Moscow V. V. Kuybyshev, Civil-Engineerring Inst, Moscow,, USSR, Moscow V. V. Kuybyshev Civil-Engineerring Inst, Moscow, USSR

来源：

Soil Mechanics and Foundation Engineering | 1985年 / 22卷 / 03期

关键词：

MATERIALS TESTING - Compression Tests - SAND AND GRAVEL - Testing - SOILS - Shear Strength;

D O I：

暂无

中图分类号：

学科分类号：

摘要：

Modern methods of experimental determination of the angle of friction ** phi k of soils - a parameter of the equation of the law governing dry Coulomb friction - do not enable us to obtain a constant value for it. Meanwhile, if the law governing Coulomb dry friction is correct for describing the ultimate shear strength of a soil of the material composition under consideration, the only ** phi k value for it should be determined experimentally. The results of tests of quartz sand of medium fitness and average density ( rho n equals 1. 62-1. 65 g/cm**3 in the air-dry state, which was removed from the construction site of the Kanev pumped-storage power plant, are examined below; the results demonstrate the correctness of this position, and confirm the independence of the ** phi k value on the type of apparatus used.

引用

页码：105 / 111

共 23 条

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